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6801 SEAWAY BLVD Geotech Report 2025-08-19
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6801 SEAWAY BLVD Geotech Report 2025-08-19
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8/19/2025 1:23:58 PM
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8/19/2025 1:22:30 PM
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SEAWAY BLVD
Street Number
6801
Address Document Type
Geotech Report
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Seaway Commercial Center Subsurface Exploration, Geologic Hazard, <br /> 7007 Seaway Boulevard and Geotechnical Engineering Evaluation <br /> Everett, Washington Geologic Hazards and Mitigations <br /> The Washington State Department of Ecology (Ecology) Construction Stormwater General <br /> Permit (also known as the National Pollutant Discharge Elimination System [NPDES] permit) <br /> requires weekly Temporary Erosion and Sedimentation Control (TESC) inspections and turbidity <br /> monitoring of site runoff for all sites that are one or more acres in size that discharge <br /> stormwater to surface waters of the state. The TESC inspections and turbidity monitoring of <br /> runoff must be completed by a Certified Erosion and Sediment Control Lead (CESCL) for the <br /> duration of the construction. Requirements for inspections, sampling, and reporting can be <br /> found in the Construction Stormwater General Permit online at ecology.wa.gov. <br /> In order to meet the current Ecology requirements, a properly developed, constructed, and <br /> maintained erosion control plan consistent with local standards and best management erosion <br /> control practices will be required for this project. It is often necessary to make adjustments and <br /> provide additional measures to the TESC plan in order to improve its effectiveness. Ultimately, <br /> the success of the TESC plan depends on a proactive approach to project planning and <br /> contractor implementation and maintenance. <br /> To mitigate and reduce the erosion hazard and potential for off-site sediment transport, we <br /> recommend the following: <br /> 1. Construction activity should be scheduled or phased as much as possible to avoid <br /> earthwork activity during the wet season. <br /> 2. The winter performance of a site is dependent on a well-conceived plan for control of <br /> site erosion and stormwater runoff.The site plan should include ground-cover measures <br /> and staging areas. The contractor should be prepared to implement and maintain the <br /> required measures to reduce the amount of exposed ground. <br /> 3. TESC elements and perimeter flow control should be established prior to the start of <br /> grading. This should include, but is not limited to, silt fencing, swales with check dams, <br /> rocked construction entrance, etc. <br /> 4. During the wetter months of the year, or when significant storm events are predicted <br /> during the summer months, the work area should be stabilized so that if showers occur, <br /> it can receive the rainfall without excessive erosion or sediment transport. The required <br /> measures for an area to be "buttoned-up" will depend on the time of year and the <br /> duration that the area will be left unworked. During the winter months, areas that <br /> are to be left unworked for more than 2 days should be mulched or covered with <br /> plastic. During the summer months, stabilization will usually consist of seal-rolling the <br /> subgrade. Such measures will aid in the contractor's ability to get back into a work <br /> area after a storm event. The stabilization process also includes establishing temporary <br /> stormwater conveyance channels through work areas to route runoff to the approved <br /> treatment/discharge facilities. <br /> December 17,2021 ASSOCIATED EARTH SCIENCES,INC. <br /> PEL/Id-20200319E001-002 Page 8 <br />
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